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TABLE OF DEFICIENCIES <br />Location <br />Deficiencies <br />Remarks <br />SPAN NO, 1 <br />Post No, 1 <br />Crocks on North and South Curb <br />Drainage Hole <br />Cracks on North and South Curb Between Posts <br />Drainage Hole <br />Crocks on South Curb Beyond Post No. 3 <br />Previously Repaired <br />Post No. 4 <br />Crocks in South Curb Near Post No, 4 <br />Joint <br />Up to %" Cracks on Deck at North and South Sides <br />SPAN NO. 2 <br />Post No. 1 <br />Crocks on South Curb <br />Post No. 5 <br />Delamination on Inside Face of South Curb <br />Post No. 7 <br />Delamination on Inside Face of South Curb <br />Joint <br />Cracks on Deck at North and South Sides <br />SPAN NO. 3 <br />Post No. 1 <br />Crack on South Side Neor Post No. 1 <br />Previously Repaired <br />Post No. 3 <br />3"x3" Spotlof Top Face of South Curb <br />Joint <br />Crocks on Deck at North and South Sides <br />SPAN NO. 4 <br />Post No. 1 <br />Crack on South Side Neor Post No. 1 <br />Previously Repaired <br />Joint <br />Rust Stains <br />Post No.8 <br />Crack on North Curb <br />SPAN NO. 5 <br />Joint <br />Cracks on Deck at North and South Sides <br />Joint <br />Crack on North Curb Neor Joint <br />SPAN N0. 6 <br />Joint -Spon No. 5 and 6 <br />Crocks Across Deck <br />Post No. 8 <br />Crack on North Curb Neor Lost Post <br />Joint -Span No. 6 and 7 <br />SPAN N0. 7 <br />Bleeding Crack on North Curb Near Joint <br />Post No. 3 <br />Crocks Across Deck <br />Joint -Spon No. 7 and 8 <br />Cracks and Spoiling <br />Joint -Span No. 6 and 7 <br />SPAN NO. 9 <br />Bleeding Crock on North Curb Neor Joint <br />Joint -Spon No. 9 and 10 <br />Rust, Crocks, and Spoils <br />Drainage Hole <br />Crock on North Curb Near Lost Drainage Hole <br />SPAN N0. 10 <br />Post No. 1 <br />Crack on South Curb <br />SPAN N0. 11 <br />North Curb <br />Chipping Along Eost Half of Spon <br />NOTES <br />1. Cracks ore up to %O" wide. <br />2. Posts are numbered from west to east per span. <br />3. Drainage holes lie halfway between posts. <br />4. Spon No. 8 Is in good condition. <br />Clean and Repatch <br />(TypJ <br />Existing Rebar <br />livto Remain (TypJ <br />OM <br />ly...WM.Mk <br />4— 1.6 -moi <br />9" <br />TYPICAL CONCRETE DECK REPAIR <br />(Railing Not Shown for Clarity) <br />Curb (Typ,) <br />LII <br />CONCRETE REPAIR PROCEDURE <br />1. Alldimenslons must be verified in the field by Contractor before <br />proceeding with work. <br />2. See concrete restoration procedure notes on Sheet No. 81-8. <br />3. See crack repair details on sheat no. B1-5. <br />BRIDLE NO. 880051 <br />REVISIONS <br />NAPES <br />DAR <br />eY <br />DESCRIPIIPI <br />DAR <br />BY <br />DESCRIPTION <br />DROP BY <br />QiCAED DY <br />AND <br />CG <br />011ES <br />8/06 <br />8/06 <br />DESIGNED ST <br />CG <br />8/06 <br />DIECREO DY <br />TJN <br />8/06 <br />APPROVED BY <br />T.J. Melee, P.E. <br />ENOINEER OF RECORD. <br />HARDESTY E< HANOVER, LLP <br />IWO BAWORA33 CORPORATE WWII <br />Surat 544 <br />6a.Rn, FL 33313 <br />Cesar A. Granada% RE 064221 <br />Certificate of Aalhardatbn 0171 <br />INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT <br />ROAD MO. <br />COWER <br />BINOMIAL P RJECI ID <br />WEST PIER <br />DECK REPAIR DETAILS <br />CR 510 <br />INDIAN RIVER <br />MDa...M CR 510 OVER INTRACOASTAL WATERWAY <br />WABASSO FISHING PIER REPAIRS <br />SMEE NO. <br />819 <br />SEM <br />OOATE* IrRIE* <br />ESP <br />